Effect of Strength and Fiber Reinforcement on Fire Resistance of High-Strength Concrete Columns-Reference-Cited by-同舟云学术

Effect of Strength and Fiber Reinforcement on Fire Resistance of High-Strength Concrete Columns

Published:2003-02 Issue:2 Volume:129 Page:253-259
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Kodur V. K. R.¹,Cheng Fu-Ping²,Wang Tien-Chih³,Sultan M. A.¹

Affiliation:

1. Senior Research Officer, Institute for Research in Construction, National Research Council, Ottawa ON, Canada K1A 0R6.

2. Student, Dept. of Civil Engineering, National Chiao Tung Univ. Hsin Chu, Taiwan.

3. Associate Professor, Dept. of Civil Engineering, National Chiao Tung Univ. Hsin Chu, Taiwan.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282003%29129%3A2%28253%29

Reference16 articles.

1. American Society for Testing and Materials (ASTM). (1990). “Standard methods of fire endurance tests of building construction and materials.” ASTM E119-88 Philadelphia.

2. Canadian Standards Association (CSA). (1994). “Code for the design of concrete structures for buildings.” CAN3-A23.3-M94 Rexdale Ont. Canada.

3. Diederichs U. Jumppanen U. M. and Schneider U. (1995). “High temperature properties and spalling behaviour of high strength concrete.” Proc. 4th Weimar Workshop on High Performance Concrete HAB Weimar Germany 219–235.

4. Kodur V. K. R.(2001). “Fibre-reinforced concrete for enhancing the structural fire resistance of columns.” ACI Special Publ. in press.

5. Kodur V. K. R. and Lie T. T. (1996). “A computer program to calculate the fire resistance of rectangular reinforced concrete columns.” Proc. 3rd Canadian Conf. on Computing in Civil and Building Engineering Canadian Society of Civil Engineering Montreal 11–20.

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